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12 - Coastal Development Permit Waiver for 211 35th Street
Q �EwaaR� O INA >, s Cq<I FO RNP TO: FROM CITY OF NEWPORT BEACH City Council Staff Report October 10, 2017 Agenda Item No. 12 HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL Seimone Juris P.E. C.B.O., Community Development Director - 949-644-3232, sjuris@newportbeachca.gov PREPARED BY: Liz Westmoreland, Assistant Planner — 949-422-3234 Iwestmoreland(a)-newportbeachca.gov PHONE: 949-644-3297 TITLE: Coastal Development Permit Waiver for De Minimis Development Located at 211 35th Street (PA2017-148) ABSTRACT: On September 29, 2017, the Community Development Director (Director) issued a Waiver of De Minimis Development for a new single-family residence and garage located at 211 35th Street. Pursuant to the Newport Beach Municipal Code (NBMC) Section 21.52.055, City Council members have the opportunity to request that the proposed project obtain a Coastal Development Permit instead of the waiver. Two or more Council Members are required to make this request. Otherwise, the waiver determination will become effective. RECOMMENDATION: a) Determine this action is not a project as defined and is exempt from the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines, because this action is to receive and file only and will not result in a physical change to the environment, directly or indirectly; and b) Receive and file. FUNDING REQUIREMENTS: There is no fiscal impact related to this item. BACKGROUND: The proposed development is eligible for a waiver because the property is not located in the appeal area nor in an area where the Coastal Commission retains permit jurisdiction. Additionally, the proposed development will not have an adverse effect on coastal resources and is consistent with all applicable development standards and regulations of the Local Coastal Program. Public notice of the Director's determination was provided in accordance with the NBMC. 12-1 Pending Coastal Development Permit Waiver for De Minimis Development October 10, 2017 Page 2 Pursuant to NBMC Section 21.52.055, a Waiver for De Minimis Development will become effective unless two or more City Council members request that an application for a Coastal Development Permit be processed in accordance with Chapter 21.52 (Coastal Development Permit Procedures) of the City's certified Local Coastal Program Implementation Plan. The following is a description of a Waiver for De Minimis Development issued by the Director: Proposed Waiver for De Minimis Development Project Name and Address Applicant Case Number Project Description 211 35th Street Brett CD2017-061 Proposal to demolish an existing one-story CDP Browning (PA2017- single-family residence with attached garage and 148) construct a new 2,581 square foot three-story 211 35th Street single-family residence with an attached 395 square -foot garage. The proposed structure will reach a maximum height of 29 feet and the proposed finish floor elevation will meet the 9.0 (NAVD 88) minimum requirement. The project complies with all development standards and no deviations are requested. ENVIRONMENTAL REVIEW: Staff recommends the City Council find that to receive and file the subject waiver is not subject to the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. The Waiver for De Minimis Development incudes a Class 3 exemption (New Construction and Conversion of Small Structures) determination by the Director as the project is a new single-family residence and garage, located in a Two -Unit Residential Zoning District. NOTICING: This agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). Public notice of the Waiver for De Minimis Development Director's Determination was mailed and posted on-site in compliance with Title 21 of the NBMC. ATTACHMENT: Attachment A — 211 35th Street Waiver for De Minimis Development (PA2017-148) 12-2 Attachment A 211 35th Street Waiver for De Minimis Development (PA2017-148) 12-3 COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 www.newportbeachca.gov COASTAL DEVELOPMENT PERMIT WAIVER FOR DE MINIMIS DEVELOPMENT Application No. Coastal Development Permit Waiver No. CD2017-061 (PA2017-148) Applicant Brett Browning Site Location 211 35th Street Legal Description Lot 19 Block 135 of Lake Tract in the City of Newport Beach, Orange County, California Determination Date: September 29, 2017 DETERMINATION The Community Development Director hereby waives the requirement for a Coastal Development Permit pursuant to Newport Beach Municipal Code (NBMC) Section 21.52.055 (Waiver for De Minimis Development) of the City of Newport Beach Local Coastal Program Implementation Plan. The issuance of this Waiver for De Minimis Development is based on the project plans and information provided by the applicant. If, at a later date, this information is found to be incorrect or the plans revised, this decision will become invalid; and any development must cease until an amendment to this Waiver for De Minimis Development is obtained or, a Coastal Development Permit is obtained or, any discrepancy is resolved. REQUEST/PROJECT DESCRIPTION Proposal to demolish an existing one-story single-family residence with attached garage and construct a new 2,581 square foot three-story single-family residence with an attached 395 square -foot garage. The proposed structure will reach a maximum height of 29 feet and the proposed finish floor elevation will meet the 9.0 (NAVD 88) minimum requirement. The project complies with all development standards and no deviations are requested. ZONING DISTRICT/GENERAL PLAN Coastal Zoning District: R-2 (Two -Unit Residential) Coastal Land Use Category: RT -E (Two -Unit Residential 30.0 — 39.9 DU/AC) 12-4 DISCUSSION A project is eligible as "de minimis" development under NBMC Section 21.52.055 (Waiver for De Minimis Development) of the Local Coastal Program, and therefore, eligible to receive a waiver from the requirement to obtain a Coastal Development Permit if it: 1) Is not located within the Coastal Commission's permit jurisdiction or appeal area, 2) Does not require a local public hearing, 3) Does not have the potential for any adverse effect, either individually or cumulatively, on coastal resources, and 4) Is consistent with the certified Local Coastal Program. Additionally, projects must be located in areas where similar projects have been approved as a routine matter without special conditions, opposition, or have probable public controversy. The subject property is located in the R-2 (Two -Unit Residential) Coastal Zoning District, which is consistent with the City's Coastal Land Use Plan, General Plan and Zoning Code. The property is not located in the Appeal Area and therefore a Coastal Development Permit is not required and a de minimis waiver can be issued if the project will not adversely affect coastal resources and is consistent with the certified Local Coastal Program. The subject property is currently developed with a single-family residence on an existing lot designated for residential development. The property is located in an area eligible for a Categorical Exclusion Order (CEO); however, the proposed single-family residence exceeds the 1.5 floor area limit identified in Categorical Exclusion CE-5-NPB-16-1. The project complies with all development standards and no deviations are requested. The project site is not located between the nearest public road and the sea or shoreline and re- development will not affect public recreation, access, or views. All residential projects are required to comply with the California Residential Code (CRC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permit. Project design shall also include design mitigation identified in the report. Construction plans are reviewed for compliance with the CRC and all approved investigation reports prior to building permit issuance. The property is not located within 200 feet of coastal waters. The design addresses water quality with a construction erosion control plan and a post -construction drainage system. The project is required to adhere to the City's grading, erosion control, and drainage requirements that includes percolation features and retention of dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. The design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development. The property is not located near designated Public View Points or 12-5 Coastal View Roads and will not impact public coastal views. The project is therefore consistent with the certified Local Coastal Program and is eligible as "de minimis" development for a waiver in accordance with Section 21.52.055 of the Local Coastal Program. WAIVER EFFECTIVENESS This waiver will not become effective until reported to the City Council at their October 10, 2017, meeting. If two City Council members object to this De Minimis Waiver, a Coastal Development Permit will be required. ENVIRONMENTAL REVIEW This project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 (Class 3 - New Construction and Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3. Class 3 exempts the construction of limited numbers of new, small structures, including a single-family residence, located in a Two -Unit Zoning District. PUBLIC NOTICE Notice of a pending Coastal Development Permit application was posted on the project site at the time the application was filed with the City. Notice of intent to issue a waiver for de minimis development was mailed to all owners of property and residents within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), the applicant, the Coastal Commission and all persons who have requested notice, at least seven days prior to the de minimis determination by the Director. Notice of Intent to issue a waiver was also posted on the subject property at least seven days before the Director's determination consistent with the provisions of Implementation Plan Section 21.52.055.D. By: Liz Westmoreland, Assistant Planner Law/GBR Attachments: CD 1 Vicinity Map CD 2 Project Plans 12-6 Attachment No. CD 1 Vicinity Map 12-7 VICINITY MAP Coastal Development Permit Waiver No. CD2017-061 (PA2017-148) 211 35th Street 12-8 Attachment No. CD 2 Project Plans 12-9 T.O.W. 14.00 NEW 6'-0" HIGH STU GATE 7'-211/1 L L0 WM WM OUTDOOR TO.W. 14.00 SHOWER SITE PLAN SCALE: 1/8" = V-0" N36020'30"W 95.14' NEW 6-0" HIGH STUCCO WALLN36°20'30"W 95.14' N jl:NEW 6'-0" HIGH STUCCO WALL T.O.W. 14.00 3-0 TIGH B1RIC 50 L I LU U) _ I L0 co PROJECT INFORMATION CUSTOM RESIDENCE FOR Brett & Keri Browning 1806 Marapata Drive Corona Del Mar, CA 92625 JOB ADDRESS 211 35th Street Newport Beach, CA 92660 LEGAL Lot Tract Zoning APN: 19 LAKE TRACT R-2 423 364 16 SITE Lot Area Buildable Lot Area Max. Buildable Area (2x) Project Buildable Area (1.96x) Min. Open Space Req'd. (15%) Open Space Provided (19%) RESIDENCE (3 bedrooms) First Level Floor Area Second Level Floor Area Third Level Floor Area Total Floor Area Garage Area Roof Deck Area (949) 422-4563 OCCUPANCY: R-1, U TYPE: V -B fire -sprinkled per NFPA 13D ZONING: R-2 2,375 sq. ft. 1,520 sq. ft. 3,040 sq. ft. 2,976 sq. ft. 228 sq. ft. 286 sq. ft. 953 sq. ft. 1,252 sq. ft. 376 sq. ft. 2,581 sq. ft. 395 sq. ft. 1021 sq. ft. SHEETINDEX ID Name 1 SITE PLAN 2 FIRST LEVEL FLOOR PLAN 3 SECOND LEVEL FLOOR PLAN 4 THIRD FLOOR & ROOF DECK PLAN 5 ROOF PLAN 6 EXTERIOR ELEVATIONS (FRONT, REAR & RIGHT SIDE) 7 EXTERIOR ELEVATIONS (LEFT SIDE) 8 FIRST LEVEL AREA CALCULATIONS 9 ■■1 " THIRD LEVELAREA CALCULATION 11 NSy�//D�- 12 PRELIMINARY GRADING PLAN 13 s ■■I 14 LANDSCAPE/HARDSCAPE PLAN Z N: - Ion ..'1111101 F NEIN 81'0 NEI INN • ry U a � c� � .i s Ion ;-4 NEI low z . U 1Now�� U7 1 Q co M SII c�Q 4 NEW 6-0" HIGH STUCCO WALLN36°20'30"W 95.14' N jl:NEW 6'-0" HIGH STUCCO WALL T.O.W. 14.00 3-0 TIGH B1RIC 50 L I LU U) _ I L0 co PROJECT INFORMATION CUSTOM RESIDENCE FOR Brett & Keri Browning 1806 Marapata Drive Corona Del Mar, CA 92625 JOB ADDRESS 211 35th Street Newport Beach, CA 92660 LEGAL Lot Tract Zoning APN: 19 LAKE TRACT R-2 423 364 16 SITE Lot Area Buildable Lot Area Max. Buildable Area (2x) Project Buildable Area (1.96x) Min. Open Space Req'd. (15%) Open Space Provided (19%) RESIDENCE (3 bedrooms) First Level Floor Area Second Level Floor Area Third Level Floor Area Total Floor Area Garage Area Roof Deck Area (949) 422-4563 OCCUPANCY: R-1, U TYPE: V -B fire -sprinkled per NFPA 13D ZONING: R-2 2,375 sq. ft. 1,520 sq. ft. 3,040 sq. ft. 2,976 sq. ft. 228 sq. ft. 286 sq. ft. 953 sq. ft. 1,252 sq. ft. 376 sq. ft. 2,581 sq. ft. 395 sq. ft. 1021 sq. ft. SHEETINDEX ID Name 1 SITE PLAN 2 FIRST LEVEL FLOOR PLAN 3 SECOND LEVEL FLOOR PLAN 4 THIRD FLOOR & ROOF DECK PLAN 5 ROOF PLAN 6 EXTERIOR ELEVATIONS (FRONT, REAR & RIGHT SIDE) 7 EXTERIOR ELEVATIONS (LEFT SIDE) 8 FIRST LEVEL AREA CALCULATIONS 9 SECOND LEVEL AREA CALCULATION 10 THIRD LEVELAREA CALCULATION 11 TOPOGRAPHIC SURVEY 12 PRELIMINARY GRADING PLAN 13 EROSION CONTROL PLAN 14 LANDSCAPE/HARDSCAPE PLAN VICINITY MAP o "o 12-10 o m Z U O z x d F x o 81'0 • ry U a � c� ;-4 z . U U7 Q co M SII c�Q 4 Lit 'Q Z U Q L J F U) O U M N CIA O � w a U x U GQ � N INC W U Z A�Qx U WW M cr N 00 W Z Date: 8/14/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 211 35TH STREET SHEET 1 OF 14 SHEETS 12-10 F - I I I I I I I I I I I I L_ \--------CLG.8°------- -- —� CLG. 80 CLG. 80 - - � - - - - - - - - - - - - - - - I \ I \ / � I RANGE / FFA KITCHEN \ / I \ POWDER I CLG. 90 \ I \ II CLG. 80 _ I I FSINK I I GARAGE K I I I CLG. 90/ \ I DINING CLG. 9° I I CLG. 80 I I UP I / \ - \ / 17'-6" WIDE X 19'-0" DEEP \ \ I I ELEVAT R -- -----P RKIN-G-AREA------ C�TORAGEI - / \ I WATER CLOSET I CLG. 8o \� HEATER — — VENTS — — — — — — — — — — — LIVING CLG. 9° 42" F.P. - CLG. 8° r------------ 10'-1 " FIRST LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" 12-11 co � o � M Z W � U O z x W F o x o U O W � Q � M �1\ �1 4 � Q J O U O a J J LU LU O O U ILL. M N d CIA � z ^ rx � o � w a d U x U al O H � � � N w wrx � rx d d N Hyo a N L� pp W W .--� Z Date: 8/14/17 Scale: 1/4" = V-0" Drawn: CSH Job: 211 35TH STREET SHEET 2 OF 14 SHEETS 12-11 Im +42" RAILING DECK DRAIN I I I I I I I I I 0 z DECK N + I I I I I DECK DRAIN +42" RAILING SECOND LEVEL FLOOR PLAN SCALE: 1/4" = V-0" co � o � M W � V 0 F-1 O z x Q C� c o w F O x o U O O � M o � w� .2 o 0.0 z V J c4 cz ao � U l z . U W Q � M �1\ �1 0 �II Z J rr� O �+ o U a LU J LU M � O U LU U) M N CIA z ^ x � o � w a d U x U H � � � N Z W U W Date: 8/14/17 Scale: 1/4" = V-0" Drawn: CSH Job: 211 35TH STREET SHEET 3 OF 14 SHEETS IM +42" RAILING WALL +42" RAILING WALL DECK DRAIN DECK DRAIN + DECK DRAIN DECK DRAIN + DECK DRAIN DECK DRAIN NOTE: CABANATO REMAIN OPEN +42" RAILING DECK DRAIN GAME ROOM CABANA I I a a SLOPED SLOPED II CLG. CLG. a 0 o o II N � - — — — — CABANA — — — — — — — — — — — M — — — — — — — — — — — — — — — — — — — — — — — — — — M — — — I ROOF DECK --— NOTE: — —— a— — ——————— — — — — —— a — — — — — — — — — — — — —— — ————— — — — — —— a--- I I CABANA TO o 0 o I I REMAIN OPEN N N N M M M DN. 36" F.P. A�C o DECK DRAIN DECK DRAIN 36" W/e ELEVATOR FIFA W QLLI o ss" I V A/C u I I coNo+ DECK DRAIN DECK DRAIN DECK DRAIN DECK DRAIN DECK DRAIN +42" RAILING WALL I I +42" RAILING WALL THIRD FLOOR & ROOF DECK SCALE: 1/4" = 1'-0" 12-13 co � o � M W � O z x F W F O x o U O VJ c4 E W N b4� �� .ao z . U c� W � Q � M �1\ �1 0 �II Z Q J 0- C-) U 'Q 0 IL U o a � J 06 ,Q O LL 0 M d CIAN � z ^ x � o � w a d U x U al O H � � � N w wx (x d d N Hyo a N L� pp W W .--� Z Date: 8/14/17 Scale: 1/4" = V-0" Drawn: CSH Job: 211 35TH STREET SHEET 4 OF 14 SHEETS 12-13 DOWNSPOUT ROOF PLAN SCALE: 1/4" = V-0" � o � M W � U O F-1 z x F-� W F o x o U O o' bo 3 o zw U c� W Q � M � 1\ �1 4 Lr1 'Q Q U 0 a LL. J O 'Q 0 C� M N CIA z ^ x � o � w a d U x U W O v I � N � N Hyo a N Date: 8/14/17 Scale: 1/4" = V-0" Drawn: CSH Job: 211 35TH STREET SHEET 5 OF 14 SHEETS RIDGE 38.00 J I O 1 dr) IDGE 38.00 F.F. 9.0 FRONT ELEVATION SCALE: 1/4" = 1'-0" RIDGE 38.00 I O 1 OF) F. F. 9.01 REAR ELEVATION SCALE: 1/4" = 1'-0" RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" RIDGE 38.00 — - — - — - — - — 0 F.F. 9.00 Im 12-15 Q � M Z G.7 U O z x d F x o U O MJ -1 0 � ¢ ¢ ►S o ¢ x d' U S�-I -a Qa) c� z z . U rALO w� Q� M �I\ c(--c'O F- 2 CC L x z O U L O. Z O f--� Q U) w � w � O Qf L F— X L M V CIA�v.}I �N V O w a U x v O � w � � N INC zWC., w�u z A�Qx M cr N W � Z Date: 8/14/17 Scale: 1/4" = 1'-0" Drawn: CSH Job: 211 35TH STREET SHEET 6 OF 14 SHEETS 12-15 RIDGE 38.00 0 ti F.F. 9.0 LEFT SIDE ELEVATION SCALE: 1/4" = V-0" 12-16 � o ti ti � M Z w o0 U O z x d F x o U O MJ -1 0 ¢ ¢ ►S o ¢ x d' U Ste-, z . U rALO Q� M I1 �II �1 W 0 L V ) VO �^ 'nQ Q F1�I J LU O Q W X W M N CIA � d1 w a U x v O � w � � � N w�u z A�Qx N 00 W Z Date: 8/14/17 Scale: 1/4" = 1'-0" Drawn: CSH Job: 211 35TH STREET SHEET 7 1 OF 14 SHEETS 12-16 FIRST LEVEL AREA CALCULATIONS 12-17 � o ti ti � M Z w o0 U O z x d F x o U O MJ -1 0 ¢ ¢ z . U rALO Q� M I1 �II U) Z O Q � U x U 'Q Q a LL1 J Q Lu U) Lu O F- U U) LL M N CIA � d1 w a U x v a o w � N INC w�u z A�Qx M cr N W � Z Date: 8/14/17 Scale: 1/4" = 1'-0" Drawn: CSH Job: 211 35TH STREET SHEET 8 OF 14 SHEETS 12-17 5'-1 " 79'-10" 10.-1.. 72'-11" 6'-11" 10'-6" 10'-4" 2'-6" 5'-8" 7'-9" 4'-4" 9'-10" T-6" 14'-6" 4'-0" - - — - - — - - — - - — - - — - - — - — - - — - - — - - — - - - - - - — - - — - — - - — - - — - - - - — - - — - - — - - — - - — - - - - — - — - - — - - — - - — - - — - - — - - - - — - - — - - — - - — - - — - - — - - — - - — - - ih I VENT +42" RAILING I ih Z —_ DECK DRAIN � � N I z x d I I I I 6 I I I I M _ _ I O I z O MJ -1 0 -< ¢ DECK J < I � OPEN SPACE SF I s N A: 133 sq ft z I ao I ro U U � N I 8 Q co O -FP E N M �I\ ELEV TOR �II N Z O � rW V 6 DECK DRAIN I +42" RAILING N M I J © LLJ M 4. U) LLJ —i < M N 8'-3" 5'-0" U L.LJ 10'4" 6'-8" 8'-2" 4'-8" 4'-4" 10'-6" 4'-2" 1, V-11" 22'-0" M 72'-11" N 6'-11 " CIA 5'-1 " 79'-10" � d1 w a 101-11, U SECOND LEVEL AREA CALCULATIONS 12-18 � o ti ti � M Z w o0 U O z x d U O MJ -1 0 -< ¢ z z . U U � � rn Q co M �I\ �II Z O � rW V J U W Q J LLJ f --I U) LLJ —i < M O O U L.LJ U) M N CIA � d1 w a U x v a o w � N INC w�u z A�Qx WW M cr N W � Z Date: 8/14/17 Scale: 1/4" = 1'-0" Drawn: CSH Job: 211 35TH STREET SHEET 9 OF 14 SHEETS 12-18 +42" RAILING WALL +42" RAILING WALL +42" RAILING +42" RAILING WALL +42" RAILING WALL THIRD LEVEL AREA CALCULATIONS DECK DRAIN DECK DRAIN + DECK DRAIN DECK DRAIN + DECK DRAIN DECK DRAIN DECK DRAIN NOTE: I I CABANA TO I I REMAIN OPEN II CABANA II SLOPED U, I I CLG. a ROOF DECK SF U) A: 795 sq ft CABANA"---- i ROOF DECK -- —— — — — — — — ------------ ---- — — — — — — — — — — — — — — — — — NOTE: a w o0 U O a I I CABANA TO co I I REMAIN OPEN N M N M m 36" F.P. ROOF DECK SF A/C A: 226 sq ft o -0 DECK DRAIN DECK DRAIN = / ELEVATOR �F� m I � I we I �I DECK DRAIN DECK DRAIN DECK DRAIN DECK DRAIN + DECK DRAIN MJ -1 0 +42" RAILING WALL +42" RAILING WALL THIRD LEVEL AREA CALCULATIONS 12-19 � o ti ti � M Z w o0 U O z x d F x o U O MJ -1 0 ¢ ¢ ;-4 z z . U rALO Q� M �I\ z O Q W J I� J U Q a Lu J Q Lu IQ 0 2 N CIAM � d1 w a U x v a o w � � N w�u z A�Qx N 00 W Z Date: 8/14/17 Scale: 1/4" = 1'-0" Drawn: CSH Job: 211 35TH STREET SHEET 10 OF 14 SHEETS 12-19 II/ C � Y O I a 30.43 TOP OF RIDGELINE �o r FND. L+T �� PLS 7304 00 GM �^ (GONG) �i 7.45 Iell,— — — — — — — — — — — — o p (CONC) �77 % TTT77 % TTT77 I � 8.37 GFF f I ' ~I (CONC) / O, II V I / I 26.78 � w !d O II/ 8.37 GFF TOP OF RIDGELINE � O Y J 1 Ld � 0� Q Z 0� ~ V I ro Lo mKWATER z N / Q C� C� O II / I I _/_/_LLL0a 1�_/1/_LL111--J-1— /_,�L Z Z O 7.48 p WM �O 7.48 WM O /\�p 5' 0 FND. L+T p�b0�. LS 4599 (GONG) ^ 00 7.58 GM GM �� GM GM o p� 0AC' ri C` ' (CONC) I Y / 26.87 TOP OF RIDGELINE I� I I/ BALBOA BOULEVARD ABBREVIATIONS AD AREA DRAIN CONC CONCRETE DI DROP INLET DWY DRIVEWAY EP EDGE OF PAVEMENT FD FOUND FL FLOW LINE FF FINISH FLOOR FH FIRE HYDRANT FP FINISH PAD FS FINISH SURFACE FG FINISH GRADE GB GRADE BREAK GFF GARAGE FINISH FLOOR HH HANDHOLE HP HIGH POINT 1. P. IRON PIPE IE INVERT ELEVATION IRCV IRRIGATION CONTROL VALVE OG ORIGINAL GROUND PA PLANTER AREA PL PORPERTY LINE PROP PROPOSED L&T LEAD AND TACK MON. MONUMENT NTG NOTHING R/W RIGHT OF WAY SDWK SIDE WALK S.F.N. SEARCHED FOUND NOTHING SPK TEMPORARY BENCHMARK T.B.M. SPIKE TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOC TOP OF CONCRETE TW TOP OF WALL WM WATER METER WV WATER VALVE LOT AREA: 2,377.9 SF 12-20 DESIGNED: OWNER: BR211 BSTOH WNSTING NEWPORT BEACH, CA 92660 PREPARED BY: FORKERT ENGINEERING &SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9319 LAND S� G' PF,�- A F�� �� �� J Exp. � o L"" * 9-30-17 MICHAEL A. FOR RT J'� 9�F OF 56 F��� BASIS OF BEARING: THE CENTERLINE OF 35TH STREET. HAVING A BEARING OF N 53°42'02"E AS SHOWN ON RECORD OF SURVEY NO. 2012-1032. 2012-1032. BENCHMARK: OCS BM J-782 ELEVATION= 6.978 (NAVD88) YEAR LEVELED= 2015 LEGAL DESCRIPTION: LOT 19 OF BLOCK 135 OF MAP OF LAKE TRACT NEWPORT BEACH. TOPOGRAPHIC SURVEY 211 35TH ST. NEWPORT BEACH, CALIFORNIA SHEET: 1 1 1 1 DRAWN: AC CHCK'D: TD OF 14 SHEETS DATE: 5/10/17 NO. DATE R E V I S 1 0 N S 12-20 GENERAL NOTES: CONSTRUCTION NOTES: DESIGNED: ARCHITECT: CRAIG HAMPTON, INC. 46 MALLARD COURT MAGALIA, CA 95954 (949) 209-8883 OWNER/DEVELOPER: MR. BRETT BROWNING 1806 MARAPATA DRIVE CORONA DEL MAR, CA 92625 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9319 QROFESS/pNq ���o S M. �2 G� c� � r` Z '� NO. 58627 * EXP. 12-31-18 (s, �TFOF CAL�FO� SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W. TE: JUNE 20, 1 DATE: JUNE 20, 2017 BENCHMARK: OCS BM J-782 ELEVATION= 6.978 (NAVD88) YEAR LEVELED= 2015 LEGAL DESCRIPTION: LOT 19 OF BLOCK 135 OF MAP OF LAKE TRACT NEWPORT BEACH. PRECISE GRADING PLAN 211 35th STREET NEWPORT BEACH, CALIFORNIA SHEET: L 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION ISABBREVIATIONS O DRAWN: MJ REQUIRED BEFORE THE BUIDLING DEPTARTMENT PERMIT FINAL CAN BE CONSTRUCT 6" MIN CONCRETE DRIVEWAY C.O. CLEAN OUT ISSUED. AT THE TIME OF THE PUBLIC WORKS DEPARTMENT INSPECTION, O CONSTRUCT 4" MIN CONCRETE WALK DIMENSIONS DETERMINED PROP 4" DRAIN 6" MIN WIDE PEDESTRIAN SAFE C&G CURB AND GUTTER IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITEOPENING. BY GRATE FRAME OUTLET FRAME & GRATE 3 8"SLOT EAST JORDAN IRON DS DOWNSPOUT IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND 3 INSTALL 4" FLAT GRATE DRAIN DIMENSIONS, USE FRAME AS FORM WORKS OR EQUAL (800) 874-4100 EXIST ED EXISTING EXTRA DEPTH FOOTING 3„ ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE ®INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN CI #4 REBAR FD FOUND OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK TOP & BOTTOM FL FLOWLINE SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. O INSTALL TRENCH DRAIN PER DETAIL SHEET C2 C . ° O, FF FP FINISH FLOOR FINISH PAD �_ ° 6%'O O FS FINISH SURFACE 2. SEPARATE PERMIT FOR FENCES AND WALLS SHALL BE OBTAINED AT THE °° FG FINISH GRADE SAME TIME AS THE BUILDING PERMIT.�:��;, j,�:. ',� GB GRADE BREAK HP HIGH POINT 3. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT -OF- WAY ��� FILL THIS PORTION W/ CRUSHED ROCK AFTER POURING GRATE I.P. IE IRON PIPE INVERT ELEVATION SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER I SUPPORT CURB. PA PLANTER AREA CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. CRUSHED ROCK W/ ,. PROP PROPOSED FILTER CLOTH IHi L&T LEAD AND TACK MON. MONUMENT 4. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD A— DIG A 24" WIDE X 18" DEEP TRENCH (N) NEW IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD B— PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE R/W RIGHT OF WAY IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. C— FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK SDWK SIDEWALK D— FORM AND POUR PERIMETER CONCRETE CURB T.B.M. TEMPORARY BENCHMARK E— FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH TOP OF CURB 5. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES TF TOP OF FOOTING NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE 5 TRENCH DRAIN TG TOP OF GRATE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED NTS TS TOP OF SEAL TW TOP OF WALL AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT 6. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY I I I I I O^ I al 5' 3 I I I�w FND. L+TI � oo o ni o �znn I_(f) f/ f I V _L_L_/_1_1_L_L_L-/-� 1_1_ o` 71 /i ADJACENT BUILDING ' I 1_L_L_/_1_1_1_L_L_/_1 z 1_1_L_L_/_1_1_1 L_L_/_�_1_� XXX a` NEW A° c 1 LS 4599 Iv Z z oo oo r 3 h bI 7.58 Ir- 3 7-7-17 7717-7-7 T 777��7-7-71 —/7- /L �7- -77 7 7 7 X7-7-7-7-7 /"- u7 7_ 7_71-7-7-7 T T T- X7-7-7 7 T J/ PA PA ADJACENT BUILDING 4 �T T 7 C ° o I V, II 10 9 g12 FL 15' 4.6' 1 10.4' FND. L+T PLS 7304 8.45 8.46 CF 8.2 4 FL PROTECTSWR CO 8.45 CONC WALK w 04 0 8.64 z WALL FND. L+T LS 4599 8.78 8.74 SWR CO Y J U z 8 59 CF 8 �_Iw O Lo u') M z I 1 "=4' 12-21 DESIGNED: ARCHITECT: CRAIG HAMPTON, INC. 46 MALLARD COURT MAGALIA, CA 95954 (949) 209-8883 OWNER/DEVELOPER: MR. BRETT BROWNING 1806 MARAPATA DRIVE CORONA DEL MAR, CA 92625 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9319 QROFESS/pNq ���o S M. �2 G� c� � r` Z '� NO. 58627 * EXP. 12-31-18 (s, �TFOF CAL�FO� SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W. TE: JUNE 20, 1 DATE: JUNE 20, 2017 BENCHMARK: OCS BM J-782 ELEVATION= 6.978 (NAVD88) YEAR LEVELED= 2015 LEGAL DESCRIPTION: LOT 19 OF BLOCK 135 OF MAP OF LAKE TRACT NEWPORT BEACH. PRECISE GRADING PLAN 211 35th STREET NEWPORT BEACH, CALIFORNIA SHEET: L DRAWN: MJ CHCK'D: TR OF 14 SHEETS DATE: 7/11/17 NO. DATE R E V I S 1 0 N S 12-21 w r� V J V I , ADJACENT BUILDING ^g O aP O� O O 14 ^p GATE 0 5 CH ��•GB v GM (GONG) C+�1y 0'C 0• (CONC) p0' (GONG) 11' I PROJECT 646 � 0' 8.24 FL PROPERTY o8 I ceTc °.P a^M 6' WOOD GA -- — -(GONG}---- ---- (eMe)--------------(e-e� 1' MIN HEIGHT ------ �----------------------�•- 2 BAGS MIN. 0 — ---------------------------I— --------------------------------------------------------------------- \ I ado I I wW — — 7.48 I I I I 1 i PLACE GRAVEL BAGS TO PREVENT RUNOFF I &� coNc wAuc FROM THE SITE (TYP). � GRAVEL BAG DETAIL 3' WOW NTS1 I cE I I I I I I i I I I I I o W (ICONC) 8 36 CF 0S I I I I 6.64 FG Fl o fV o f I I I 1 ~M 1 i i j M1z I I I 8.37 GFF 9.73 � • --------------- 1 I I I o� 8" MINI I I j I '0 1 11 ,��, j TI-PLAI4E GRAVEL BAGS j j I NN --------------------------------------I� -----m I WATER I y, Eoj TO REVENT RUNOFF FROM THE SITE TYP . EXISTING GROUND L ____________ _1 —-------- — ----o- ----- I m (BRICK) ,�� ��^h (BRICK) y^ j +/-, ^h �-------9----� WOOD------��0-----------------------���-----j—(--�J WOOD GATE PROVIDE APPROPRIATE TRANSITION (coNc) ^' I GATE BETWEEN STABILIZED CONSTRUCTION GM ENTRANCE AND STREETGM 7.46 d" (CONC) po' 6' ' CONSTRUCTION ENTRANCE (BRICK) (BRICK)WOOD FENCE 3WOOD FENCE (BRICK) NTS l X 7-7-7 o�yA 4 —T7— —7—T—T—T7-7T— —X7-7-7—TT—T - —77-7 7 T - 7-7 �� PA PA swR co 1 ADJACENT BUILDING �T T T I I V o I DESIGNED: DRAWN: MJ CHCK'D: TR NO. DATE R E V I S 1 0 N S DATE: 7/11/17 ARCHITECT: CRAIG HAMPTON, INC. 46 MALLARD COURT MAGALIA, CA 95954 (949) 209-8883 OWNER/DEVELOPER: MR. BRETT BROWNING 1806 MARAPATA DRIVE CORONA DEL MAR, CA 92625 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9319 EROSION CONTROL PLAN QROFESS/pN\ q S M �Gl ��� � � Z I� NO. 58627 m * EXP. 12-31-18 (s, CIVIV qTF OF CAV�FO� SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: COAST GEOTECHNICAL OCS BM J-782 LOT 19 OF BLOCK 135 OF MAP OF LAKE 1200 W. COMMONWEALTH AVE ELEVATION= 6.978 (NAVD88) YEAR LEVELED= 2015 TRACT NEWPORT BEACH. FULLERTON, CA 92833 PH: 714-870-1211 W.O. 532417-01 DATE: JUNE 20, 2017 SECTIONS AND EROSION CONTROL PLAN 211 35th STREET NEWPORT BEACH, CALIFORNIA SHEET: 13 OF 14 SHEETS 12-22 ro FT. STUCCO WALL GATE GATE EX. NEIGHBORS WALL GO GRE E SID YAR - _ _ 18" HIGH BRICK FADE BENCH --- -- rI WITH GONGRETE GAP POWDER KITCHEN RANGE 10 HIGH BERIGK FIRE TROUGH > SINK TRASH DW I _ ���JJI LL CRASH _ J � DINING LIVING L -- GARAGE KN EE SPACE W J _ I 'll F.F.E. 0.00 UP 3 FT. PAINTED Q ELEVATOR O BRICK WALL P TRY R HEA R SHELV S 3 FT. GATE [AL VENTS 7.48❑ ❑ WM _L SHOWER (F) F-7, STUGGO WALL SCALE: 1/8" =1'-O" O 8 1 ro 24 32 40 48 GRAPHIC SCALE 12-23 � o ti ti � M Z w o0 U O z x d F x o U O MJ -1 0 ¢ ¢ 5-4 z z . U rALO Q� M �I\ �II Z Q � W Q 'Q M Q J = LU U O Z Q J M I N CIA o � w a U x v O � w � � � N w�u z A�Qx N W � Z Date: 8/14/17 Scale: 1/8" = V-0" Drawn: CSH Job: 211 35TH STREET SHEET 14 OF 14 SHEETS 12-23